Journal of structural engineering, Vol. 136 N° 8. Journal of structural engineering - Août 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 8. Journal of structural engineering - Août 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Karavasilis, Theodore L., Auteur ;
Nicos Makris, Auteur ;
Bazeos, Nikitas, Auteur
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An alternative and efficient procedure to estimate the maximum inelastic roof displacement and the maximum inelastic interstory drift ratio along the height of regular multistory steel MRF subjected to pulselike ground motions is proposed. The m[...]
Article : texte imprimé
Farzin Zareian, Auteur ;
Helmut Krawinkler, Auteur
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This paper attempts to provide insight into the sensitivity of the collapse capacity of moment-resisting frame and shear wall structures to variation in basic structural parameters, and the choice of an appropriate ground motion intensity measur[...]
Article : texte imprimé
Shenlei Cui, Auteur ;
Michel Bruneau, Auteur ;
Amarnath Kasalanati, Auteur
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To investigate the mechanical behavior of bidirectional spring units used as isolators in a kind of isolated floor system, three types of characterization tests were conducted—from spring components alone to the complete spring unit in its imple[...]
Article : texte imprimé
Chia-Ming Uang, Auteur ;
Atsushi Sato, Auteur ;
Jong-Kook Hong, Auteur
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A cyclic testing of nine full-scale beam-to-column moment connection subassemblies was carried out to support the development of design provisions for a lateral load-resisting system in the AISI S110: Standard for Seismic Design of Cold-Formed S[...]
Article : texte imprimé
Atsushi Sato, Auteur ;
Chia-Ming Uang, Auteur
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The American Iron and Steel Institute (AISI) recently issued a standard on the seismic design of cold-formed steel special bolted moment frames (SBMF). It is expected that ductility is provided through bolt slippage and bearing in the moment con[...]
Article : texte imprimé
Amin Heidarpour, Auteur ;
Mark Andrew Bradford, Auteur
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Flooring systems containing steel-concrete composite beams are common in steel frame structures and it is widely recognized that their behavior under fire loading is profoundly different to that of simply supported composite beams under fire loa[...]
Article : texte imprimé
Yue Wang, Auteur ;
David V. Rosowsky, Auteur ;
Weichiang Pang, Auteur
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This paper reports on a study to extend a recently proposed direct displacement design (DDD) procedure for midrise engineered wood-frame structures and develop a set of factors for use in the procedure to meet specified performance levels with c[...]
Article : texte imprimé
Young Hoon Kim, Auteur ;
Hueste, Mary Beth D., Auteur ;
David Trejo, Auteur
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To achieve adequate flow and homogeneous concrete for precast, prestressed members, self-consolidating concrete (SCC) typically has higher paste and lower coarse aggregate volumes than conventional concrete (CC). The lower aggregate content of S[...]
Article : texte imprimé
Michio Imai, Auteur ;
Ryouji Nakano, Auteur ;
Tetsutya Kono, Auteur
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Distributed optical fiber strain sensors have attracted increasing attention in research and applications related to civil engineering because no other tools can satisfactorily detect the locations of unpredictable events. For instance, for crac[...]
Article : texte imprimé
Nader M. Okasha, Auteur ;
Dan M. Frangopol, Auteur
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In this paper, the performance of structures is modeled using lifetime functions. Specifically, the unavailability and redundancy are used as performance indicators, based on which optimum maintenance strategies are sought. Models that reflect t[...]
Article : texte imprimé
Yeesock Kim, Auteur ;
Reza Langari, Auteur ;
Stefan Hurlebaus, Auteur
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This paper investigates the behavior of a seismically excited benchmark building employing magnetorheological dampers operated by a model-based fuzzy logic controller (MBFLC) formulated in terms of linear matrix inequalities (LMIs). The MBFLC is[...]
Article : texte imprimé
Xu, Xian, Auteur ;
Luo, Yaozhi, Auteur
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In this paper, an optimization model for force finding of tensegrity systems with considerations of the geometrical stability condition, the unilateral property of members, and the evenness requirement of internal forces was developed. The simul[...]
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